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     LETTING DATE : 07/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/20/05
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011215.00                                     COMPLETION DATE : 12/12/05
                                                           =========
   PROJECT(S):  STP-1121(500)X          LOCATION(S): WATERVILLE, HIGHWAY IMPROVEMENTSAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1129(500)X                       WATERVILLE
                STP-1129(600)X                       WATERVILLE                    A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  WATERVILLE, HIGHWAY IMPROVEMENTS                                              NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS, INC.                                                     $  2,058,985.37     100.0000%
   2   000855         BRIDGECORP                                                             $  2,081,687.99     101.1026%
   3   000649         SARGENT & SARGENT, INC.                                                $  2,157,737.20     104.7961%
====================================================================================================================================
                                          |(   1  ) 000403             |(   2  ) 000855             |(   3  ) 000649
                                          |PRATT & SONS, INC.          |BRIDGECORP                  |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.500  AC  |    5500.00000       2750.00|    7500.00000       3750.00|   10000.00000        5000.00
  CLEARING                                |                            |                            |
0020 201.23                    3.000  EA  |     950.00000       2850.00|    1500.00000       4500.00|     250.00000         750.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    3.000  EA  |     365.00000       1095.00|     300.00000        900.00|     250.00000         750.00
  REMOVING STUMP                          |                            |                            |
0040 202.202               13662.200  SY  |       4.60000      62846.12|       3.46000      47271.21|       6.00000       81973.20
  REMOVING PAVEMENT SURFACE               |                            |                            |
0050 202.203                4685.000  SY  |      18.20000      85267.00|      13.71000      64231.35|      15.08000       70649.80
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.21                   50.000  CY  |     143.00000       7150.00|      50.00000       2500.00|      85.00000        4250.00
  ROCK EXCAVATION                         |                            |                            |
0070 206.07                   50.000  CY  |     218.00000      10900.00|      75.00000       3750.00|     120.00000        6000.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0080 211.21                 9200.000  LF  |       5.00000      46000.00|       7.50000      69000.00|       8.00000       73600.00
  INSLOPE REHABILITATION                  |                            |                            |
0090 211.30                 5350.000  LF  |       5.00000      26750.00|       5.50000      29425.00|      10.00000       53500.00
  DITCH EXCAVATION                        |                            |                            |
0100 304.103                  30.000  CY  |      43.00000       1290.00|      75.00000       2250.00|      20.00000         600.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0110 304.104                7820.000  CY  |      32.00000     250240.00|      31.25000     244375.00|      24.00000      187680.00
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
     LETTING DATE : 07/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/20/05
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011215.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000855            |(   3  ) 000649
                                          |PRATT & SONS, INC.          |BRIDGECORP                  |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 310.23                28700.000  SY  |       9.92000     284704.00|       9.92000     284704.00|      10.91000      313117.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                            |                            |
  INCH DEPTH                              |                            |                            |
0130 403.209                 465.000  T   |     100.22000      46602.30|     100.22000      46602.30|     110.24000       51261.60
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0140 403.210                5330.000  T   |      50.70000     270231.00|      50.70000     270231.00|      55.77000      297254.10
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0150 403.212                2035.000  T   |      52.52000     106878.20|      52.52000     106878.20|      57.77000      117561.95
  HOT MIX ASPHALT 4.75 MM HMA             |                            |                            |
0160 403.213                2675.000  T   |      48.43000     129550.25|      48.43000     129550.25|      53.27000      142497.25
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0170 409.15                 5350.000  G   |       5.35000      28622.50|       5.35000      28622.50|       5.89000       31511.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0180 411.10                  356.000  CY  |      47.00000      16732.00|      65.00000      23140.00|      30.00000       10680.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0190 603.16                  270.000  LF  |      33.00000       8910.00|      25.00000       6750.00|      42.00000       11340.00
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0200 603.17                  200.000  LF  |      37.00000       7400.00|      27.50000       5500.00|      48.00000        9600.00
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0210 603.179                 160.000  LF  |      80.00000      12800.00|      65.00000      10400.00|      80.00000       12800.00
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0220 603.19                   70.000  LF  |      50.00000       3500.00|      30.00000       2100.00|      60.00000        4200.00
  24 INCH CULVERT PIPE OPTION I           |                            |                            |
0230 603.199                  40.000  LF  |     118.00000       4720.00|     125.00000       5000.00|     100.00000        4000.00
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0240 603.235                 230.000  LF  |     153.00000      35190.00|     110.00000      25300.00|     150.00000       34500.00
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0250 604.161                   7.000  EA  |     825.00000       5775.00|     750.00000       5250.00|     650.00000        4550.00
  ALTERING CATCH BASIN                    |                            |                            |
0260 604.164                   4.000  EA  |    1800.00000       7200.00|    1500.00000       6000.00|    1800.00000        7200.00
  REBUILDING CATCH BASIN                  |                            |                            |
0270 604.18                   45.000  EA  |     500.00000      22500.00|     325.00000      14625.00|     350.00000       15750.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0280 605.09                 1210.000  LF  |      40.00000      48400.00|      23.50000      28435.00|      32.00000       38720.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0290 605.10                   40.000  LF  |      33.00000       1320.00|      20.00000        800.00|      32.00000        1280.00
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
     LETTING DATE : 07/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/20/05
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011215.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000855            |(   3  ) 000649
                                          |PRATT & SONS, INC.          |BRIDGECORP                  |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.1722                  1.000  EA  |    2070.00000       2070.00|    1200.00000       1200.00|     990.00000         990.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0310 606.23                   37.500  LF  |      65.00000       2437.50|      57.50000       2156.25|      53.48000        2005.50
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0320 606.35                    8.000  EA  |      33.00000        264.00|      35.00000        280.00|      27.50000         220.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0330 606.79                    2.000  EA  |    2500.00000       5000.00|    2250.00000       4500.00|    2090.00000        4180.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0340 608.081                  46.000  SY  |     106.00000       4876.00|      55.00000       2530.00|      80.00000        3680.00
  REINFORCED CONCRETE DRIVEWAYS           |                            |                            |
0350 608.26                  640.000  SF  |      66.00000      42240.00|      36.25000      23200.00|      10.00000        6400.00
  CURB RAMP DETECTABLE WARNING FIELD      |                            |                            |
0360 608.461                  55.000  EA  |    1000.00000      55000.00|     850.00000      46750.00|     500.00000       27500.00
  RECONSTRUCT PEDESTRIAN RAMP             |                            |                            |
0370 609.11                    8.000  LF  |      23.00000        184.00|      65.00000        520.00|     100.00000         800.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0380 609.234                   7.000  EA  |     101.00000        707.00|     200.00000       1400.00|     250.00000        1750.00
  TERMINAL CURB TYPE 1 - 4 FOOT           |                            |                            |
0390 609.31                 1412.000  LF  |       9.00000      12708.00|       7.39000      10434.68|       5.10000        7201.20
  CURB TYPE 3                             |                            |                            |
0400 610.08                  125.000  CY  |      60.00000       7500.00|      75.00000       9375.00|      50.00000        6250.00
  PLAIN RIPRAP                            |                            |                            |
0410 610.18                   50.000  CY  |      60.00000       3000.00|      60.00000       3000.00|      45.00000        2250.00
  STONE DITCH PROTECTION                  |                            |                            |
0420 613.319                2950.000  SY  |       2.25000       6637.50|       1.25000       3687.50|       2.00000        5900.00
  EROSION CONTROL BLANKET                 |                            |                            |
0430 615.07                  417.000  CY  |      50.00000      20850.00|      45.00000      18765.00|      20.00000        8340.00
  LOAM                                    |                            |                            |
0440 618.1301                 67.000  UN  |      22.00000       1474.00|      25.00000       1675.00|      30.80000        2063.60
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0450 618.1401                 90.000  UN  |      21.00000       1890.00|      23.50000       2115.00|      27.50000        2475.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                157.000  UN  |      14.00000       2198.00|      15.00000       2355.00|      11.00000        1727.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.54                 3940.000  SY  |       2.50000       9850.00|       2.50000       9850.00|       1.00000        3940.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0480 627.711               42775.000  LF  |       0.15000       6416.25|       0.15000       6416.25|       0.12000        5133.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0490 627.75                  185.000  SF  |       6.75000       1248.75|       6.00000       1110.00|       5.50000        1017.50
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
     LETTING DATE : 07/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/20/05
                                                                                                                   PAGE : 4
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011215.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000855            |(   3  ) 000649
                                          |PRATT & SONS, INC.          |BRIDGECORP                  |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 627.76                           LUMP|   12000.00000      12000.00|    5000.00000       5000.00|   10000.00000       10000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0510 629.05                   32.000  HR  |      54.00000       1728.00|      45.00000       1440.00|      26.00000         832.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0520 631.12                   42.000  HR  |     158.00000       6636.00|     135.00000       5670.00|     100.00000        4200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0530 631.14                   10.000  HR  |     206.00000       2060.00|     135.00000       1350.00|     100.00000        1000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0540 631.172                  82.000  HR  |      75.00000       6150.00|      65.00000       5330.00|      52.00000        4264.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0550 631.18                    6.000  HR  |      57.00000        342.00|      75.00000        450.00|      32.00000         192.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0560 631.32                   10.000  HR  |     217.00000       2170.00|     300.00000       3000.00|     125.00000        1250.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0570 639.19                    1.000  EA  |   19000.00000      19000.00|   10000.00000      10000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0580 652.38                 2825.000  HR  |      19.00000      53675.00|      15.50000      43787.50|      18.00000       50850.00
  FLAGGER                                 |                            |                            |
0590 652.39                           LUMP|   20000.00000      20000.00|  150000.00000     150000.00|  125000.00000      125000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0600 656.75                           LUMP|   15000.00000      15000.00|   20000.00000      20000.00|   45000.00000       45000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0610 659.10                           LUMP|  192500.00000     192500.00|  211500.00000     211500.00|  211750.00000      211750.00
  MOBILIZATION                            |                            |                            |
0620 660.21                 1000.000  HR  |       3.00000       3000.00|       1.00000       1000.00|       2.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,058,985.37|             $  2,081,687.99|              $  2,157,737.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,058,985.37|             $  2,081,687.99|              $  2,157,737.20
====================================================================================================================================